HomeMy WebLinkAboutPlansEXISTING 8"o CONCRET
PIER, w/ (3) #4 BARSI-~
PLACE NEW (3000psi) CONCRET
PAD TIGHT TO UNDERSIDE 0
CLE ANED EXISTING CONCRET
REQUIRED DIAMETER
SEE PLAN
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EE PLAN FOR 60 GRAo\E
EINFO RCEM ENT
G. SH AUL BEA R
N UNDI STURBED
ATURAL SOIL
~f~ypLi~ca~I~C~o~n~cr~a~e~Pa~d __ U_nd_e_r~pi_n __________ ~j1 I
1"= 1'-0" (4) 3/4"• Thru-Bolts (A307
l 3 1/2" x 3 1/2" X 1/4" (A36
(4) 3/4"0 x 5" Lag Bolts (A307
6x6 HT COLUMN , SEE PLA•"'---'
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~ 51/2" X 31 /2" X 1/1" (A36)
V L BE~, SE E PLAN
4) 3/4"0 Thru-Boltsi A307)
Wood Beam-to-Beam Connection
11/2" 1'-0 "
Gal? nd Tru ss
ses
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r 2-11 7/8" LVL
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As;;umed Corner
Condition -V.I.F.
(2 ) 6" TIMBERLOK SCREWS @ 16" O.C ~--£> isting Corne r Stud to l7e Removed
Wood Space
Fit New Colum11 Tight, Shim if N ecessa1 tv!-~
Exi sting Corner Stud to ve Remove
N ew Dbl. 2x8 (DF #2) Co
Bear 0 11 Existi11g Botto
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LVL Beam
90 Each Side
LVL Beam
5ee Plan
1 1/2" Min Bearing
-~-·=o_1 ~0-~_C_o_lu_m_n_@_E_x_is_t_in...;;:g~C_o_r_n_er _____ --lj 3 1
2-2x8
4x4 Treated Posto Cast In to Plain Co ncrete wi t~ -'
a Minimum depth of4" and Diameterof12"j----""
Footing Pad
/4" End PL
6x6 HT Column, See Pial
3/16
Hand Rail @ Wood Column
1112"= 1'-0"
(2) Rows of 16 ·
Nails t!!> 12" O.C
Existing Obi 2x·RI.-__/
Existing 4x4 Pos
ct w
Wood Beam Build-Up
11/2" 1'-Q "
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@ 16" o.c.
(6) 16d Nails@ En h
3"
0
0 0 0 0
--r-------------0
'
ister 2> 1 O's (OF #2) to Each Side of
xJsting ~eam . Backspan to Next Post
4 ) 1/2"0 Thru Bats (A307)
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LS90
2 -2 x8
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N
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LS90
Schedule ~---------------------4 0 C)
Mark Size Thick. Reiufol..ioiQ Underpin Note·
If Minimum Diameter is not met 0
Underpin Existing Concrete Pier with 'ii> I <A> z-<r x z-o· 12" 3-#4EAWAY
® 'Z -6" X 'Z -6" 12" 4-#4EA.WAY Pad Shown on Plan per Detail 1 /S•l
c ?/ -(Y' X 3'-()" 12" 3-#5 EA. WAY
D 3'--6" X 3'-6" 12" 4-#5 EA. WAY
APPROVED
SUBJECT TO NOI'ED
UCUI'IONS A INSPECI'IOftS
GARFIELD COUNTY
BUD.JJING DEPARTMENT
Date 1Vi'?/Oil ay:oJ::fl.~f.K::......__
FIELD COPY
NO JNSPEcriONWITBOUT
TIII!SE PLANS ON SITE
pap of
Maggert & Associates , Inc.
STRUCTURAL ENGINEERS
580 Main Street , Suite 300
Carbondale, Colorado 81623-2065
(970) 963-9643
(970) 963-0135 FAX
www.MaggertEngineers.com
Date Issue
11-4-08
10-11-08
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Coordination Set
ConBtruction Set
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